SW6120102_HISTORICAL FILE_20120118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

I. Bioretention Sizing
Drainage Area #1
Impervious Area
10013 SF
(ac) (ft')
Total Drainage Area 0.58 25,178
Total Impervious Area 0.23 10,013
Design bioretention cell:
Step 1: Determine the Volume of Water to Treat
Simple Method for Runoff Volume
Runoff Coefficient (R, = 0.05 + 0.90 * IA)
0.23 Impervious Portion of Drainage Area (ac)
0.58 Drainage Area (ac)
0398 IA
0.408 R,
Volume of Runoff to be Controlled (V=3630 * R„ * R *
I Ru (Design Storm Rainfall Depth (in))
0.408 Rv
0.58 A (ac)
856 Volume to Treat (R)
Step 2: Determine the Required Surface Area (V/Ponding Depth)
9 Pondin De th (in)
- 1,141 Area Req wired V/Pondin De th
Step 3: Select the Soil Media Type
12 Media Depth (in)
1,154 Area Provided
995 Storage Provided (ft')
DENR—F O
JAM 18 2012
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Page 1 of 1
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bRs. JU011'1i sl. ADA►1S
RECISIi:' " r'FFDS
VATEOF $510.00
MOO NC.
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Excise Tax $510.00
1 Recording Time, Book and Page
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Mail after recording to: John M. May, ROBBINS MAY & RICH LLP P.O. Box 5668 Pinehurst, NC 28374
This instrument was prepared by: Robert M. Friesen, ROBBINS MAY & RICII LLP
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Brief Description for the index F7777711.31 acres, more or less
`
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 5th day of March, 1999, by and between
GRANTOR GRANTEE
J
DAVID A. DREXEL, unmarried SANDHILLS PRESBYTERIAN
CHURCH IN AbIERICA
387 Wes[ Pennsylvania Avenue
Southern Pines, NC 28387
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
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WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
s
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantee in fee simple, all that certain lot or parcel of land situated in McNeill Township, Moore
-L
County, North Carolina and more particularly described as follows:
C
Being all of that certain tract or parcel of land containing 11.31 acres as shown on a plat
prepared by Blue: Land, Water, Infrastructure, P.A. entitled "Survey for David A. Drexel,
McNeill Township, Moore County, Southern Pines, North Carolina", dated February 26,
1999 and recorded in Plat Cabinet 7 Slide 33 , Moore County Registry.

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
Grantor reserves for himself, his heirs, successors, assigns, and permitted invitees an easement for
access to and over a trail shown on the above referenced map and depicted along the West property
line and running generally parallel to and 12 feet east the following calls and: North 25 degrees 22
minutes 33 seconds east 368.64 feet; cents North 26 degrees 43 minutes 38 seconds east 141.31 feet;
cents North 20 degrees 35 minutes 58 seconds east 117.28 feet; fence North 9 degrees five minutes
33 2d east 128.66 the; fence North three degrees 32 minutes 17 seconds west 145.94 feet; fence
North a degrees 18 minutes 52 seconds west 86.22 feet.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has
the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
RIGHT OF FIRST REFUSAL:
In addition to the property described the Grantor is also conveying herewith a right of first
refusal on the property described as the Jane B. Drexel parcel on the above referenced map
(the "Option Property").
In the event the Grantor desires to sell the above Option Property pursuant to a bonafide third
party offer (the "Third Party Offer"), he shall first offer to sell said property to the Grantee
at the same price and on the same terms as the Third Party Offer. Terms of the Third Party
Offer shall be communicated by Grantor to Grantee by written notice at Grantee's last known
address; Grantee shall have fifteen (15) days after receipt of such notice in which to agree
to acquire the property pursuant to the terms of the Third Party Offer and fifteen(15)days
after acceptance in which to close on the purchase. If the Grantee does not exercise his right
to acquire the property within the fifteen (15) day period, or if the Grantee does not close
with the fifteen (15) day period or after ten (10) years from the date hereof, this right of first
refusal shall automatically terminate and be of no further force and effect.
Provided, however, the Grantor shall be free to convey the Option Property to any member(s)
of his family free of this right of first refusal provided however, such Grantee family
member(s) shall take the property subject to this right of first refusal.
Title to the property hereinabove described is subject to the following exceptions: (i) usual utility
easements of record affecting title to the above described property; and (ii) the lien of ad valorem
taxes property taxes to be prorated at closing by the parties. Grantor agrees to be responsible for the
payment of 1999 taxes.
[SIGNATURE PAGE TO FOLLOW]
c

IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has
caused this instrument to be signed in its corporate name by its duly authorized officers and its seal
to be hereunto affixed by authority of its Board of Directors, the day and year first above written.
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NOTARY'S ACKNOWLEDGMENT � �
ro m
STATE OF NORTH CAROLINA
COUNTY OF MOORE
1, a Notary Public of the County and State aforesaid, certify that David A. Drexel, Grantor,
herein personally appeared before me this day and acknowledged the execution of the foregoing
instrument on behalf of the Grantor. . �.f�
WitneeWTy hand,atfd official stamp or seal, this !eday of March, 1999.
N;,,,I,v Public �P
2� aOTAI�y
My commission expi s: ens
PUBLIC
��
NORTH CAROLINA-MOORE COUI� �/�
The r oing ce ' icate(c) 204
a Notary otaries Public
Is/are cent d to be cor(ect.
Thisday of_%77&4Z4 19 V�l
JUDIT MADAMS, GIISST�ERR F DEEDS /
�� ASSI�fANT/DEPUTY
3

HAL OVEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
www.h,ilowensoil.com
28 December 2011
Mr. Scott Matthews
Neal Smith Engineering Inc.
139 Pinehurst Ave. Ste C
Southern Pines, NC 28387 DEN®99-1_R®
Reference: Soil Scientist Investigation JAN N1'll8 2012
Sandhills Classical Christian School
NC PIN 858317203682 DWQ
Dear Mr. Matthews, Ht1
A site investigation has been conducted for the above referenced property, located on the
northwestern side of Pee Dee Road, Southern Pines, Moore County, North Carolina. The
purpose of this investigation was to provide a general characterization of the soils in the area
proposed for a stormwater biorctention facility, including a determination of the depth to
evidence of a seasonal high water table. In -situ hydraulic conductivity testing was also
conducted. All soil determinations were made in accordance with the "North Carolina
Stormwater Best Management Practice Manual" and Administrative Code Section: 15A NCAC
2H .1000. The materials at the site were described in accordance with the USDA Field Bookjor
Describing and Sampling Soils. This report represents my professional opinion as a Licensed
Soil Scientist.
SOIL PROFILE DESCRIPTIONS
Soil profile descriptions were collected at the site at the two locations indicated in Figure
1. Hand powered soil auger borings were utilized to make the observations. In -situ testing was
conducted and is described in the following section "Hydraulic Conductivity Testing". The
following narrative describes the findings at the site. A full description of each observation can
be found attached to this report.
Profile I: A hand auger boring was advanced to a depth of 160 inches below ground
surface. Fill material was observed to a depth of 10 inches below surface. Soil morphological
characteristics indicating a seasonal high water table (SHWT) were observed at a depth of 158
inches, which is equivalent to a mean sea level elevation of 415.04 feet. This site appears well
suited for the proposed activity.
Profile 2: A hand auger boring was advanced to a depth of 160 inches below ground
surface. Soil morphological characteristics indicating a seasonal high water table (SHWT) were
not observed within a depth of 160 inches, which is equivalent to a mean sea level elevation of
426.43 Feet. This site appears well suited for the proposed activity_
Soil Science Investigations • Wetland DClineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
HYDRAULIC CONDUCTIVITY TESTING
Hydraulic conductivity testing was conducted using a Compact Constant Head
Permeameter (CCHP), specifically an Amoozemetcr, by using the shallow well pump -in
technique as detailed in the user's manual. Hydraulic conductivity results can vary, even within
similar soils, depending on the temperature and composition of the water used, climatic
conditions, proximity of the test layer to the water table, and other factors. Therefore, the results
from one boring may not be indicative of the entire area.
Hydraulic conductivity tests were performed within the soil layers located below the
proposed bioretention basin. A constant head of water was established within a 3 cm radius bore
hole, and readings were made of the rate of water flow from the CCHP until it appeared that
steady state had been reached. The Glover Solution was used to calculate the hydraulic
conductivity, where Ksat = A * Q; A = (sinh-1 (H/r) - [(r/H)2 + If" + r/H)/(2H2); Q is the
steady-state rate of water flow from the CCHP into the bore hole; H is the depth of water in the
bore hole; and r is the radius of the bore hole. Table 1 summarizes the result of the hydraulic
conductivity investigation. For detailed information about the test, please refer to the Ksat field
datashects that are attached.
Table 1. Summary of Hydraulic Conductivity Data
Ksat ID
Depth of
Auger Hole
H
r
A
Q
Ksat
in
cm
cm
cm
cm3/da
cm/dav
in/hr
1
2
79.9
78.7
203
200
22
18
3
3
0.000598
.000808
604800
468720
361.67
5.93
6.21
378.73
The hydraulic conductivity tests show that the soil layers transmitted water at a rate of
5.93 inches per hour at test location #1 and 6.21 inches per hour at test location #2. Observation
#1 contains a sandy clay loam layer from 45 to 57 inches below surface that will likely yield a
significantly lower hydraulic conductivity. It is important that the bottom of the basin be located
below 57 inches (423.46 feet above mean sea level) at location #1.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORMWATER MANAGEMENT DEVICES
PROJECT NAME: Sandhills Classical Christian School PROPOSED FACILITY: bioretcntion
LOCATION OF SITE: Pee Dee Road, Southem Pines COUNTY: Moore
EVALUATED BY: Hal Owen, NC Licensed Soil Scientist DATE EVALUATED: 15 December 2011
EVALUATION NIETHOD: Auger Boring ®, Pit ❑
PROFILE: 1
HORIZON
DEPTH
(IN)
MATRIX
MOTTLES
TEXTURE
STRUCTURE
CONSIS-
TENCE
PERMBABIL
ITY IN/HR)
NOTES
Fill
0-10
yellowish
brown
_
LS
VFR
A
10-14
7.5YR 2.5/3
LS
GR
VFR
E
14-39
10YR 5/6
LS
GR
V17R
Btl
39-45
10YR 5/8
SL
GR
FR
Bt2
45-57
7.5YR 5/6
SCL
2 M SBK
FR
00
57-64
7.5YR 518
10YR 5/4
SL
2 M SBK
FR
CI
64-88
10YR 518
LS
1 M SBK
FR
heavy, may
be SL
C2
88-120
10YR 518
I OYR 7/4
- LS
I NI SBK
VFR
C3
120-130
10YR 6/6
IOYR 7/3
7.5YR 6/6
LS
I NI SBK
VFR
lateral
untcr mvmt
C4
130-154
7.5YR 6/6
SL
2 M SHK
FR
C5
154-158
10YR 6/6
7.5YR 5/8
10YR 7/2
LS
SG
VFR
C6
158-160
IOYR 7/2
10YR 6/6
LS
SG
VFR
AWT
SIMI,
158" 415,05fins1
SLWT
SLOPE
DRAINAGE
SOIL SHRIES
VEGETATION
Grass
COMMENTS:
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORNIWATER MANAGEMENT DEVICES
PROJECT NAME: Sandhills Classical Christian School PROPOSED FACILITY: bioretention
LOCATION OF SITE: Pee Dee Road, Southern Pines COUNTY: Moore
EVALUATED BY: Hal Owen, NC Licensed Soil Scientist DATE EVALUATED: 15 December 2011
EVALUATION METHOD: Auger Boring ®, Pit ❑
PROFILE: 2
DEPTH
CONSIS-
PERMEABIL
HORIZON
MATRIX
MOTTLES
TEXTURE
STRUCTURE
NOTES
(IN)
TENCE
ITY(IN/IIR)
A
0-4
10YR 3/3
LS
GR
VFR
Btl
4-22
IOYR5/6
LS
GR
VFR
Bt2
22-38
IOYR 6/6
LS
GR
VFR
I OYR 5/8
lateral
Bt3
38-55
IOYR 6/6
LS
GR
VFR
IOYR 7/3
water mvmt
Bt4
55-66
IOYR 6/8
SL
2 M SBK
PR
Bt5
66-100
IOYR 6/6
LS
2 M SBK
VFR
heavy, may
be SL
IOYR 4/4
CI
100-112
IOYR7/6
IOYR7/8
SL
0
FR
IOYR 8/2
IOYR 4/4
C2
112-126
7.5YR 7/4
10YR 7/8
LS
0
VFR
10YR 8/2
IOYR 8/2
C3
126-148
10YR 7/4
5YR 5/6
LS
0
VFR
I OYR 4/4
C4
148-160
variegated
LS
0
VFR
AWT
SHWT
>160" 426.43fmsl
SLWT
SLOPE
DRAINAGE
SOILSERLES
VEGETATION
Longleaf Pines, Turkey and Blackjack Oaks
COMMENTS:
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

FIAL OWEN & ASSOMTES, M.
LEGEND OF ABBREVIATIONS FOR SOIL PROFILE DESCRIPTIONS
TEXTURE
S
- Sand
LS
- Loamy Sand
SL
- Sandy Loam
L
- Loam
SCL
- Sandy Clay Loam
CL
- Clay Loam
SiL
- Silt Loam
Si
- Silt
SiCL-
Silt Clay Loam
SC
- Sandy Clay
C
- Clay
Sic
- Silty Clay
O
- Organic
MOTTLES
f — few
c — common
m — many
STRUCTURE
0 - structurcicss
1 - weak
2 - moderate
3 - strong
NIOIST CONSISTENCE
L
- Loose
VFR
- Very Friablc
FR
- Friable
FI
- Firm
VFI
- Very Firm
EFI
- Extremely Firm
AWT — Apparent Water Table
SHWT— Seasonal High Water Table
SLWT— Seasonal Low Water Table
I - fine F - Faint
2 - medium D - Distinct
3 - coarse P - Prominent
VF
-very fine
G
- Single Grain
F
- Fine
M
- Massive
M
- medium
CR
- Crumb
C
- coarse
GR
- Granular
VC
- very coarse
SBK
- Subangular Blocky
ABK
- Angular Blocky
PL
- Platy
PR
- Prismatic
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting'

FIAL OWEN & ASSOCIATES, INC.
Project: 5cgM( Jls CASS;C41 S'i Mi
Ksat ID: I
Ksat DATA SHEET
Measurement 4: I Date: l5 bee-Z011 Investigator: Ser;ssin AItwc-. 6 '
Location:
Weather-- Condition: Par-tlu CIOLad ! Temp: So" -f—
Water— Source: On- ste J-P -a r- Temp:
Soil Horizon: Layer Depth and Thickness: Slope:
cuwam xwe rN .
i r a
d- xl t-M of U. I
Neaywa
calculate constant -head tube setting: cm
Hole Depth
a03
Distance between reference level
and top of hole [--I2cm on flat sites] T
o
Distance from bottom of hole
to reference level (D) =
ao 3
Desired depth of water (H)
[> 15cm]
Constant -head tube setting (H 1) =
1 9 5
Start Saturation: //: ;�O AM
n
I} Measured (Actual)
cmn.M water level in hole: --.)a cM
Hole radius
Ksat =AXQ
Use Table 2 to determine A cm"
Q from other side= fO V4 $00 cm'/day
Ksat= '9W.L0 cm/day
.14a.H ?n/JQY
= 5.01 in/hr
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Project: SQnal ,;ns CIRSSrenl Citrsflan bpi
hsat ID: I
H Clock Reservoir Change Change Flow Q Q
Time Reading in time in water Volume
level (an YC.P.) (1"0 miNdny)
cm h : min cm min cm cm' cm3/min cm3/d2v
��•o III— 3�.5
11��I3 a9.o ! 55
LAI
-- 11,4/0
/3.5 1
5.5
41
aZ o II: S�
34.4,
L4.(
y.54
_
if:
11:57
p .s 1
4.5
JI:Sr
s.s !
4-0
11's9
3.5 !
5.0
l;':oi
31.5
— ---- -
12:03
3s.s`
4.0 - -- —
12.-.o4
3).0 1
y.5
/d'os _
X).b I
4.0
)a: to
v.s 1
y o 4a0 4�,O Co+74$oD
C.F. = In utuin Il nc eolume, niWoply chmgc in w21:r level b7 the eppmpriue Convasion Fsw: 1{)\ =?O:nr 2-o'4 105 rnY
Average of last few measurements:
Soil Science Investigations • Wetland Delineations. Permitting, and Consulting

FIAL OWEN & ASSOCIATES, INC.
Project: JoClgSstco�
Ksat ID: a
Ksat DATA SHEET
Measurement 14: D. Date: (5 Dew a06 Investigator: kr; 5s,/ ,z 9,¢r cam 6
Location:
Weather-- Condition: Por Hq LtocJW _ Temp: fog "—'
Water— Source: ON5 1aa Temp:
Soil Horizon: Layer Depth and Thickness: Slope: _
ca.'�R'Wt,n> r 7u ,
1 1 1 4 u n
calculate constant -head tube setting: cm
Hole Depth
Z o0
Distance between reference level
+
and top of hole (-12cm on flat sites]
8
Distance from bottom of hole
to reference level (D)
0108
Desired depth of water (H)
I
[> 15cm]
aO
Constant -head tube setting (111)
I
Stan Saturation: P. 3 S Pry
Measured (Actual)
Water level in hole: 1'3.0 C"'
Hole radius (r): 3 c-M
Ksat =AXQ
Use Table 2 to determine A -0.000 Sog cm
Q from other side = t-( (n $� a o em'iday
Ksat = 31 S. 7 3 cm/day
= 149.1b /^/'.
(, a i'Ar
Soil Science Investigations 0 Wetland Delineations, Permitting, and Consulting

FiAL OWEN & ASSOCIATES, INC.
Project:5-qaA ils (IQ s5,col e4rrsfio cc,!
Ksat 1D:
H Clock Reservoir Chanee Change Flow Q Q
Tirte Reading in time in water Volume
level (cm X C.F., (1440 minda.)
Cm it : min em Alin Cm Cm cm'/min cm"/day
i8.0 So
a SI if-'Z i
a:S3 11.0 2 7.a
;1
a:s5
--7 - � . 1
L(. 0 1
3.6
3.4
I�.O a:s9
38.5 -
3:0o
35. I
3.3
3:o1
31.8'
3A
3'03
a
C3 /1
3:0Y
a1.9 I
a.l
3 05
18.8 l
3.1 3Q.S.S 3a5.S 'itOg7ac0
3:0-I
1a.3 1
3.3
3: 0
9.0 t
3.3
3:09
S.Ce, l
3.4
3:10
a-3 I
3.3
C.F "m OIn9m llmv vofum<, muibplr ehLgc m w.tau Ievel u Ilie app:onnate Com ervon raamr. :A'N ft:V cnr
Average of last few measurements: L{ (a ,'g -j ').O C- 0//d
Comments:
Soil Science Investigations 0 Wetland Delineations, Permitting, and Consulting

z
vi
i) Page 1 of 1
C Report Number: 11-354-0502
U Account Number: 45569
O
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Send To: HAL OWEN & ASSOC INC
POB 400
LILLINGTON NC 27546
z
3
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t
2
A&L Eastem Laboratories, Inc.
7611 yadlePMr Road RkMwrA. Ylrytda 27277 IeW)itsewl fwclaalil1e4f6
a
wtrrraleaslem.cam
Grower: Submitted By: HAL OWEN
SANDHILLS CLASSICAL SCHOO Farm ID:
SOIL ANALYSIS REPORT Artalytical Mathod(s):
Mahlich 3
Date Received: 1212012011 Date Of Analysis: 1712112DIl Date Of Report: 121222011
Organk Matter '�
--,-Phosphorus jj;
Potasalum
=.Magnearum;(
Calcium'6odium
'',pH•'Acldlly,,1tC
E C.D'
_
Sample lD
Field lD
Lab`
Number
ENA"
% JRate r
Mah11U3
-
Reserve
.: K
-
r Ng
-
Ca ':
Nar
Soil.
Buffer
` H
'-
IbdA'.n
;Rate
PPm ;'. Rate
PPrr!: , ., its
PPm -Rate.'.
PDm , Bete
Ppm ;;Rate
PH.;
,4.7
Indoz.
meq)1Wg
meglt00g;
1
14148
0.7 VL 59
8 VL
18 VL
42 M
246 L
6.77
1.6
3.3
NC=7
NC=9
2
14149
0.6 VL 59
5 VL
10 VL
43 H
232 M
5.2
6.85
0.8
2.3
NC=4
NC=S.
Percent Bess Saturdtlon°
,Nitrate
,.Sulfur„ ,
„Zinc
-Mflnganesa
Iron „
Copper
r;Boron
,SaluWe Belo
',Chloride,
::Aluminum:
Sample lD-
K
Mg
Ca:'
fW
�H
-
NO3N
--
5:.;'
Zri'
M1i
Fe
Qu
;SS
',�CI
,FIeMID
X
•.L
%:
%
.:;%
ppm -.Bata
PPm• Rate
PPm! ::Kale
ppm _; Rate
ppm =; Rate
PPm ;�: Rate
-B
ppm;: RMe
tnalein Rate
PPm Rate
;;ppm
1
1.4
10.6
37.3
49.3
2
1.1
15.6
50.4
34.8
Veluesonthis report represent the plant avaltable nutrients in ate Explanation of symeols:%.(percent), ppm(peas per mflrron), IWA ma Moen °yp6Kto ample(.) uteri. S.O. we rrwnea•
soil. Rating after each value. VL (Very Lon), L (Lmv), M (Medium), (pounds per am). mV= (mAlFmhoa per ecn8meter), metal ODg a mar, of mlM acre erhr mama. �c Gaya/
H (High), VH (Very High). ENR- Estimated Ndrogen Release. (milll-epulvalent per 100 grams). Conversions: ppm x 2 - IWA. by Prate° o
C.E.C. - Cohen Exchange Capacity. Soetbie Sans ms/cm x 640 • porn.Anehyem prapaiad by-. Aal Faetpm taDaumfi°r, Inc.
Pauric McGroary

HAL OWEN & ASSOCIATES, INC.
Ak Eastem Laboratories, lnc.
7G21 'aP("Ra4Rknaor4.V19[na P IIK+17"W1 F,.lealzns
Client :
Gmwer :
Report No:
11-354-0502�
HAL OWEN & ASSOC INC
SANDF:ILLS CLASSICAL SCHOOL
Cost No:
45569
POB 400
Date Printed :
12)222011
Page:
1 of 1
LILLINGTON, INC 27546
Sutmired By:
HAL OWEN
Farm:
Date Received:
12202011
Lab Field ID
Sample
Percent
Percent
No
Identification
Send
Silt
14148
1
82.4
4.8
14149.
2
84.4
4.8
Percent
Textural
Clav
Classification
12.8
Sandy Loam
10.8
-bandyLeem- d
Lonny SQn
Soil Science Investigations 0 Wctland Delineations. Permitting, and Consulting_

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources R®
Division of Water Quality ®��®�� .
STORMWATER MANAGEMENT PERMIT APPLICATION FORMaAN It i�'Z
This form Puny be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Sandhills Classical Christian School
2. Location of Project (street address):
650 Pee Dee Road
City:Southern Pines County:NC Zip:28315
3. Directions to project (from nearest major intersection):
From the intersection of US HWY 1 and NC HWY 2, take HWY 2 towards Pinehurst, turn right onto Central
Drive INC HWY 22) towards Carthage, turn left on Pee Dee Road (approximately one mile), project will be
4. Latitude:35° 12' 23.5722" N Longitude:-79° 23' 33.9138" W of the main entrance to the project.
II. PERMIT INFORMATION
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4, a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 1.26 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07.Iun2010
Page I of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Sandhills Classical Christian School
Signing Official & Title:Roger W. Marx/School Board Member
b.Contact information for person listed in item I above:
Street Address:650 Pee Dee Road
City:Southern Pines State:NC Zip:28387
Mailing Address (if applicable):
City: State: "Lip:
Phone: (910 ) 603-5557 Fax: ( )
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organ ization:Sandhi IIs Presbyterian Church
Signing Official & Title:Roger W. Marx/School Board Member
b.Contact information for person listed in item 2a above:
Street Address:650
City:Southern Pines
Mailing Address (if
City:
Phone: ( )
Email:
State:NC Zip:28387
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: Stab
Phone: ( ) Fax
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone #: ( )
Form SWU-101 , Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be directed to a bioretention cell via grassed diversions.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 11.31 acres
River basin.
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':11.31 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Nonual High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward fron the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal zetlands lmidward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total,lmpervious Area / Total Project Area) X 100 = 20.4 T.
9. How many drainage areas does the project have?] (For high density, court 1 for each proposed engineered
stormwater BMP. For low density and other -projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below. ,
Basin Information
Draina e Area 1
Draina e Area
Draina e Area.'
Drainage Area
Receiving Stream Name
Unnamed
Stream Class *
WS-III-HQW
Stream Index Number *
NA
Total Drainage Area (so
25,178
On -site Drainage Area (sf)
25,178
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
10,013
Impervious Area** total
10,013
Inn ervious' Surface Area
Draina e Area 1
Draina e Area ,
Draina e Area
Draina e Area _
On -site Buildings/Lots (so
8,726
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
1287
Other on -site (so
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
Total (so:
10013
Stream Class and Index Number can be determined at:lnttu://portaLncderu-.org/webhoq[ps/csndclassifications
bnpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
si ewalks, gravel areas, etc.
**` Report ouh/ that anomnt of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BLIA.
Form SWU-101 Version 07Jun2010 Page 3 of

11. 1-low was the off -site impervious area listed above determined? Provide documentation. The impervious area
was determined from a site survey.
Projects in Union County: Contact DWQ Central Office .staff to check if the project is located within a Threatened &
Endangered Species watershed that ma}' be subject to more .stringent stornnvater requirements as per NC'AC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12ortiI.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
*!a1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants rl�
Form. (if required as per Part VII belozo)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress,htniI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version 07Jun2010 Page 4of6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ls;cq�)
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xI V copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit far DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1483 Page No: 100 L-
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Ahl
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htto: / / www.secretary.statL.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
httv://portil.ncdenr.org/web/wq/ws/su/statesw/forms_ does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required,:shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Neal E. Smith, PE
Consulting Firm: Neal Smith Engineering, Inc.
Mailing Address:139 Pinehurst Ave. Suite C
City:Southern Pines State:NC Zip:28387
Phone: (910 ) 695-8825
Email: usmith@nsen ing eering.com
Fax: (910 ) 695-8832
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype mmne of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civi!Rpnalties ofj up to $25,000 per day, pursuant to NCGS 143-215.6.
Date: // / /t -L_
I, 1 r 1 . CwS , a Notary Public for the State of Iyar� 117yv1)n0k , County of
Moo IrL. do hereby certify that e W • MC ( personally appeared
before me this /I day of _Arthgr J and a nowt _dge th ue ution of the application for
a stormwater permit. Witness my hand and official seal;z
g F9�
ftsoco
1.4,00
X. APPLICANT'S CERTIFICATION
SEAL
M
y commission expires
1, (print or type naine of person listed in. Con tact:Information, item la)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwaMrulgs, undW J5A NCAC 2H .1000, SL 2006-246 (Ph. 11- Post Construction) or SL 2008-211.
Signature: / VV U v Date: / //1 / / Z
1- 1 t� `,� �r
I, _ aJ er , a Notary Public for the State of 00444A Coro I'^r% , County of
60yL ,do hereby certify that �B-Orer LJ- AY C,r,t personally appeared
before me this It day of TavkwAr aoix , an4knowle� f the application for
a stormwater permit. Witness my hand and official seal, A
map,
I 40401�.
O�fr'n COUN�?,,
SEAL
My commission expires _2� T &
Form SWU-101 Version 07J1Jn2010 Page 6 of 6

L
�9
4?P4

Permit No:
(to be assigned by DwQ)
III. •.REQUIRED ITEMS CHECKLIST>.'
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials
Pagel Plan
Sheet No.
Cl
IM
f'J C2
provided
1. Plans (i" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
-Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
-Cell dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
- Clean out pipe locations,
- Overflow device, and
- Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the bioretention cell showing:
- Cell dimensions
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
- Design at ultimate build -out,
Off -site drainage (if applicable),
- Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
- Indicate the P-Index between 10 and 30
3. Section view of the bioretention cell (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower -
Underdrainsystem(if applicable), and _
Bioretention cell layers [ground level and slope, pre-treatment, pending depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level Ifni Results of soils tests of both the planting soil and the in
situ soil must include:
- Soil permeability,
- Soil composition (%sand, %fines, %organic), and
P-index.
C2 5. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
-A variety of suitable species,
- Sizes, spacing and locations of plantings,
-Total quantity of each type of plant specified,
-A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
&kll— to be provided An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
C2 7. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
,)z- v provided g. The supporting calculations (including uncertain calculations, if applicable).
61—'V provided g. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
Iry N/A
10. A copy of the deed restriction.
Form SW401-13ioretention-Rev.7 Part III, Page 1 of 1

( _ Permit Number:
' (to be provided by DWQ)
�� F WA1EgOG
pppp���
KIM
NCD``ENR
g r
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required
Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
.,I _ : • . . z
Project name
Sandhills Classical Christian School
Contact name
Phone number
Date
Drainage area number
1
II. DESIGN INFORMATION - -
Site Characteristics
Drainage area
25,178 ft'
Impervious area
10,013 ft'
Percent impervious
39.8% %
Design rainfall depth
1.0 inch
Peak Flow Calculations
�(E�
Is pre/post control of the 1-yr, 24-hr peak flow required?
Y (Y or N)
Y
1-yr, 24-hr runoff depth
3.1 in
Jp14 A $ 2U12
!!��
1-yr, 24-hr intensity
0.13 in/hr
Pre -development 1-yr, 24-hr peak flow
0.010 ft'/sec
p� A
Post -development 1-yr, 24-hr peak flow
0.250 ft3/sec
-
Pre/Post 1-yr, 24-hr peak control
0.240 ft'/sec
'
Storage Volume: Non-SAWaters
Minimum volume required
856.0 It
Volume provided
995.0 It OK
Storage Volume: SAWaters
1.5' runoff volume
na It'
Pre -development 1-yr, 24-hr runoff
It
Post -development 1-yr, 24-hr runoff
It
Minimum volume required
na It
Volume provided
na ft' OK
Cell Dimensions
Pending depth of water
Pending depth of water
Surface area of the lop of the bioretention cell
Length.
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In -situ soil:
Soil permeability
Planting media soil.
Soil permeability
Soil composition
• Sand (by volume)
• Fines (by volume)
% Organic (by volume)
Phosphorus Index (P-Index) of media
Form SW401-Bioretention-Re,13
June 25. 2010
9 inches
OK
0.75 It
1,154.0 ft'
OK
60 If
OK
20 It
OK
10 It
OK
4.5 hr OK
16.5 hr OK
21 hr
6.21 in/hr OK
2.00 in/hr OK
85% OK
10% OK
5% OK
Total: 100%
10 (unitless) OK
Parts I and It. Design Summary, Page 1 of 2

C ..
Permit Number;
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth .
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the lop of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flog?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an'X" in the shaded cell)
Gravel and grass
(81nches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Other
439.75 first
N (Y or N)
Y (Y or N) OK media depth
439 fmsl
0 inches Insufficient mulch depth, unless installing grassed cell.
436 fmsl
3 ft
0 it
n (Y or N)
0 ft
436 fmsl
426.67 first
9.33 fl OK
Y (YorN)
fmsl
439 ft
y (Y or N) OK
y (Y or N) OK
ft
y (Y or N) Submit a level spreader supplement.
y (Y or N)
OK
y (Y or N)
OK
y (Y or N)
OK
y (Y or N)
OK
0.5 fusec
OK
n (Y or N)
OK
n (Y or N)
OK
y (Y or N)
OK
OK
X
Form SW401-eioretention-Rev.8
June 25, 2010 Parts I and II. Design Summary, Page 2 of 2

i
4`NA�eq�G
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
Project name Sandhills Classical Christian School
Contact name
Phone number
Date
Drainage area number
11, DESIGN INFORMATION<
For Level Spreaders Receiving Flow From a BMP
Type of BMP Bioretention
Drawdown flow from the BMP 2.50 cis
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section
of the
worksheet.
Drainage area
iftz
Do not complete this section
of the
worksheet.
Impervious surface area
,ftz
Do not complete this section
of the
worksheet
Percent impervious
%
Do not complete this section
of the
worksheet.
Rational C coefficient
Do not complete this section
of the
worksheet.
Peak flow from the 1 in/hr storm
cis
Do not complete this section
of the
woromeet.
Time of concentration
min
Rainfall intensity, 10-yr storm
In/hr
Do not complete this section
of the
worksheet.
Peak flow from the 10-vr storm
cis
Do not complete this section
of the
worksheet
Where Does the Level Spreader Discharge?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
30.00
it
Width of dense ground cover
0.00
it
Width of wooded vegetation
0.00
It
Total width
Elevation at downslope base of level lip
30.00
it
frost
®j�I��pg�II�IN h—n..RO
438.73
Elevation at top of bank of the receiving water
438.60
frost
Slope (from level lip to to lop of bank)
0.43
% OK
JAN 18 2012
Are any draws present?
N
(Y or N) OK
D Q
Level Spreader Design
v
Forebay surface area
sq ft No foiebey is needed.
Feet of level lip needed per cis
13
trots
Answer "Y" to one of the following:
,
Length based on the 1 in/m storm?
N
(Y or N)
Length based on the 10-yr storm?
N
(Y or N)
Length based on the BMP discharge rate?
Y
(Y or N)
Design flow
2.50
cis
Is a bypass device provided?
Y
(Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer -Revs
Pans I. and 11. Design Summary, page 1 of 2

Length of the level lip 33.00 ft
Are level spreaders in series? N (Y or N)
WVALUE!
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
N (Y or N)
Does the channel enter the stream at an angle?
NA (Y or N)
Dimensions of the channel (see diagram below):
M
R
B
ft
W
ft
y
ft
Peak velocity in the channel during the 10-yr storm
cfs
Channel lining material
M
W
M
Form SW401-Level Spreader. Filter Strip, Restored Ripened Buffer-Rev.5 Parts I. and I. Design Summary, page 2 of 2

Permil Number;
(to be provided by DWQ)
Drainage Area Number:
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (conunonl-�Ty^'—R®
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface oSitbe
18 2012
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell. LU
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, 1 will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
I -low I will renlediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regride the soil if necessary to
bioretention cell
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
011e-ltme fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the Swale if necessary to
Swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf platting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
Form SW401-13ioreteill ion O&M-Rev.3 Page I of 4

BMP element:
The pretreatment area
The bioretention cell
vegetation
The bioretention cell:
soils and mulch
Potential problems:
Flow is bypassing
pretreatment area and/or
gullies- have formed.
Sediment has accumulated to
a depth greater than three
inches.
Erosion has occurred.
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Tree stakes/wires are present
six months after planting.
Mulch is breaking down or
has floated away.
Soils and/or mulch are
clogged with sediment.
An annual soil test shows that
pl-I has dropped or heavy
metals have accumulated in
the soil media.
I low 1 will remediate the problem:
Regrade if necessary to route all
flow to the pretreatment area.
Restabilize the area after grading.
Search for the source of the
S-edimcnt and remedy the problem if
possible. Remove the sediment and
restabilize the pretreatment area.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand.
PPune according to best professional
practices.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove tree stake/wires (which
can kill the tree if not removed).
Spot mulch if there are only random
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Determine the extent of the clogging
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in all
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
Dolomitic lime shall be applied as
recommended per the soil test and
toxic soils shall be removed,
disposed of properly and replaced
with new planting media.
Form SW401-13ioretentioa O&M-Rev.3 Page 2 of 4

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
(if applicable)
The drop inlet
Clogging has occurred.
Clean Out the drop inlet. Dispose of
the sediment off -site.
The (Iro p inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Bioretentiun O&M-Rcv.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Sanhills Classical Christian School
BMP drainage area number: I
Print name: (—pets'✓ W - Me, 4,
Title: «S CC ka� L o tr
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
j� 1, I ► I//.�gnne f
� D P✓S ''pp , a Notary Public for the State o
1 30r)n Cara�irta. County of yvl,eo✓t , do hereby certify that
1� LU. lvyor personally appeared before me this I
day of 01 , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
fteori %V
SEAL
My commission expires 13 Ih
Form SW401-Bioretention 1&M-Rev. 2 Page 4 oh4

vc
2 �.
V
4
90�Kf
aF

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures: ®ENR—FR®
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants becomPbstablished�
(commonly six weeks).®fl/�1
Once a year, the filter strip will be reseeded to maintain a dense growthtof
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
1 401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number:
(to he provided by DWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Sandhills Classical Christian School
BMP drainage area number:I
Print name: ✓ t�'% • M k YL--)(
)ccS AlC-AA,
Address: �SD
Phone: qI& % U 3
D�
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, 1 t 1. s6rle Sayjd1,1 _,a Notary Public for the State of
�o rD1 nq County of��„� ; do hereby certify that
n et r W , md'r x personally appeared before me this
day of Jo,vSUgvI 40 1, and acknowledge the due execution of the
forgoing filter strip, riparian. buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
SEAL
My commission expires
7
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page') of")

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Liltington, NC 27546-0400
Phone [phone] / Fax [phone]
www.halowensoil.com
28 December 2011
Mr. Scott Matthews
Neal Smith Engineering Inc.
139 Pinchurst Ave. Ste C
Southern Pines, NC 28387
Reference: Soil Scientist Investigation
Sandhills Classical Christian School BAN 18 202_
NC PIN 858317203682 ®WQ
Dear Mr. Matthews,
A site investigation has been conducted for the above referenced property, located on the
northwestern side of Pee Dee Road, Southern Pines, Moore County, North Carolina. The
purpose of this investigation was to provide a general characterization of the soils in the area
proposed for a stormwater bioretention facility, including a determination of the depth to
evidence of a seasonal high water table. In -situ hydraulic conductivity testing was also . .
conducted. All soil determinations were made in accordance with the "North Carolina
Stormwater Best Management Practice Manual" and Administrative Code Section: 15A NCAC .
2H .1000. The materials at the site were described in accordance with the USDA Field Book for
Describing and Sampling Soils. This report represents my professional opinion as a Licensed
Soil Scientist.
SOIL PROFILE DESCRIPTIONS
Soil profile descriptions were collected at the site at the two locations indicated in Figure
1. Hand powered soil auger borings were utilized to make the observations. In -situ testing was
conducted and is described in the following section "Hydraulic Conductivity Testing". The
following narrative describes the findings at the site. A full description of each observation can
be found attached to this report.
Profile 1: A hand auger boring was advanced to a depth of 160 inches below ground
surface. Fill material was observed to a depth of 10 inches below surface. Soil morphological,
characteristics indicating a seasonal high water table (SHWT) were observed at a depth of 158
inches, which is equivalent to a mean sea level elevation of 415.04 feet. This site appears well
suited for the proposed activity.
Profile 2: A hand auger boring was advanced to a depth of 160 inches below ground
surface. Soil morphological characteristics indicating a seasonal high water table (SHWT) were
not observed within a depth of 160 inches, which is equivalent to a mean sea level elevation of
426.43 feet. This site appears well suited for the proposed activity.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
HYDRAULIC CONDUCTIVITY TESTING
Hydraulic conductivity testing was conducted using a Compact Constant Head
Permeameter (CCHP), specifically an Amoozemcter, by using the shallow well pump -in
technique as detailed in the user's manual. Hydraulic conductivity results can vary, even within
similar soils, depending on the temperature and composition of the water used, climatic
conditions, proximity of the test layer to the water table, and other factors. Therefore, the results
from one boring may not be indicative of the entire area.
Hydraulic conductivity tests were performed within the soil layers located below the
proposed bioretention basin. A constant head of water was established within a 3 cm radius bore
hole, and readings were made of the rate of water flow from the CCHP until it appeared that
steady state had been reached. The Glover Solution was used to calculate the hydraulic
conductivity, where Ksat = A * Q; A = {sinh-1 (H/r) - [(r/H)' + 1]"' + r/H}/(2112); Q is the
steady-state rate of water flow from the CCHP into the bore hole; H is the depth of water in the
bore hole; and r is the radius of the bore hole. Table I summnarizes the result of the hydraulic
conductivity investigation. For detailed information about the test, please refer to the Ksat field
datashects that arc:attached.
Table 1. Summary of Hydraulic Conductivity Data
Ksat ID
Depth of
Auger Hole
H
r
A
Q
Ksat
in
cm
cm
cm
cm3/da
cm/day
in/hr
1
2
79.9
78.7
203
200
22
18
3
3
0.000598
.000808
604800
468720
361.67
5.93
6.21
378.73
The hydraulic conductivity tests show that the soil layers transmitted water at a rate of
5.93 inches per hour at test location #1 and 6.21 inches per hour at test location #2. Observation
#1 contains a sandy clay loam layer from 45 to 57 inches below surface that will likely yield a
significantly lower hydraulic conductivity. It is important that the bottom of the basin be located
below 57 inches (423.46 feet above mean sea level) at location #1.
Soil Science Investigations * Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL SAMPLING
An in -situ soil sample was collected to determine soil composition (% sand, % fines, %
organic) and the P — index at both observation points. The samples were collected at a depth of
70 to 80 inches below surface at both observations. The field descriptions indicated both test
samples to have a soil texture of loamy sand, but it was noted that the texture was very near the
boundary of the sandy loam texture. The laboratory analysis indicates that the textures are sandy
loamy, but upon fmrther investigation, it was noticed that the laboratory had made a mistake in
identifying the texture of sample #2, which is actually loamy sand. Both observations yielded a
hydraulic conductivity rate that matched very well with textures near the boundary between
loamy sand and sandy loam. Both samples have a very low organic matter and phosphorus
content.
I appreciate the opportunity to provide this service and trust that you will feel free to call
on me again in the future. If you have any questions or need additional information, please
contact the at your convenience.
Sincerely,
Hal Owen
Licensed Soil Scientist
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
#1
S/x,rM x _
ra'r+ LF1>FsaA'�w .�n�xza `S�.•m
Soil Scientist Investigation
Sandhills Classical Christian School
NC PIN 858317203682
December 2011
Figure L Observation Point Locations.
err
/ I \\.
'.
ueeMU
]crul ,C
FT&'' o
R
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORMWATER MANAGEMENT' DEVICES
PROJECT NAME: Sandhills Classical Christian School PROPOSED FACILITY: bioretention
LOCATION Oh SITE: Pee Dee Road, Southern Pines COUNTY: Moore
EVALUATED BY: Flat Owen, NC Licensed Soil Scientist DATE EVALUATED: 15 December 2011
EVALUATION METHOD: Auger Boring ®, Pit ❑
PROFILE: 1
HORIZON
Dill"I'll
IN
MATRIX
MOTTLES
TEXTURE
STRUCTURE
CONSIS-
TENCH
PERMEABIL
ITY IN/Ii R)
NOTES
Fill
0-10
yellowish
brown
_
LS
VFR
A
10-14
7.5YR 2.5/3
LS
GR
VFR
E
14-39
10YR 5/6
LS
GR
VFR
Btl
39.45
IOYR 5/8
SL
GR
FR
8t2
45-57
7.5YR 5/6
-
SCL
'2 M SBK
FR
BG
57-64
7.5YR 5/8
IOYR 514
SL
2 M SBK
FR
CI
64-88
IOYR 5/8
LS
I M SBK
FR
heavy, may
be SL
C2
88-120
IOYR 5/8
IOYR 7/4
LS
I M SBK
VFR
C3
120-130
IOYR 6/6
10YR 7/3
7.5YR 6/6
LS
I M S13K
VFR
lateral
water mvmt
C4
130-154
7.5YR 6/6
SL
2 M SBK
FR
C5
154-158
IOYR 6/6
7.5YR 5/8
I0YR 7/2
LS
SG
VFR
C6
158-I60
1OYR7/2
IOYR6/6
LS
SG
VFR
AWT
SHWT
158" 415.05fins1
SLWT
SLOPE
DRAINAGE
SOIL SERIES
VEGETATION
Grass
COMM BNTS:
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORMWATER MANAGEMENT' DEVICES
PROJECT NAME: Sandhills Classical Christian School PROPOSED FACILITY: biorctention
LOCATION OF SITE: Pee Dec Road, Southern Pines COUNTY: Moore
EVALUATED BY: Hal Owen NC Licensed Soil Scientist DATE EVALUATED: 15 December 201 l
EVALUATION METHOD: Auger Boring ®, Pil ❑
PROFILE: 2
DEPTII
CONSIS.
PERMEABIL
HORIZON
MATRIX
MOTTLES
TEXTURE
STRUCTURE
NOTES
IN
TENCE
ITY IN/FIR
A
0-4
I OYR 3/3
LS
GR
VFR
Btl
4-22
IOYR 5/6
LS
GR
VFR
Bt2
22-38
1OYR 6/6
LS
OR
VFR
Bt3
38-55
IOYR 6/6
IOYR 5/8
LS
GR
VFR
lateral
I OYR 7/3
water mvmt
130
55-66
IOYR 6/8
SL
2MSBK"
17R
Bt5
66-100
10YR 6/6
LS
2 M SBK
VFR
licavy, may
be SL
I OYR 4/4
Cl
100-112
10YR 7/6
IOYR 7/8
.. SL . -
0
FR
10YR 8/2
10YR 414
C2
112-126
7.5YR 7/4
IOYR 7/8
LS
0
VFR
I OYR 8/2
10YR 8/2
C3
120-148
10YR 7/4
5YR 5/6
LS
0
VFR
I OYR 4/4
C4
148-I60
variegated
LS
0
VFR
AWT
SHWT
>I60" 426.43fmsl
SLWT
SLOPE
DRAINAGE
SOIL SERIES
VEGETATION
Longleaf Pines, Turkey and Blackjack Oaks
COMMENTS:
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
LEGEND OF ABBREVIATIONS FOR SOIL PROFILE DESCRIPTIONS
TEXTURE
MOIST CONSISTENCE
S
- Sand
L
- Loose
LS
- Loamy Sand
VFR
- Very Friable
SL
- Sandy Loam
FR
- Friable
L
- Loam
FI
- Firm
SCL
- Sandy Clay Loam
VFI
- Very Firm
CL
- Clay Loam
EFI
- Extremely Firm
SiL
- Silt Loam
Si
- Silt
SiCL-
Silt Clay Loam
SC
-Sandy Clay
AWT
— ApparentWaterTable
C
- Clay
SHWT—
Seasonal High Water Table
SiC
- Silty Clay
SLWT
— Seasonal Low Water Table
O - Organic
MOTTLES
f — few I - fine F Faint
c — common 2 - medium D - Distinct
in — many 3 - coarse P - Prominent
STRUCTURE
0 - structureless
VF
- very fine
G
- Single Grain
I - weak
F
- fine
M
- Massive
2 - moderate
M
- medium
CR
- Crumb
3 - strong
C
- coarse
GR
- Granular
VC
- very coarse
SBK
- Subangular Blocky
ABK
- Angular Blocky
PL
- Platy
PR
- Prismatic
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Project: 5aneihills C'/ass,_enl (hr,s1 on S�ml
Ksat ID: I
Ksat DATA SHEET
Measurement i!: I Date: IS sec ZOtt Investigator: Krisslna lwewcomb
Location:
Weather-- Condition: i'or�10(.a , Temp: So" -r
i
Water- Sour Temp:
Soil Horizon: Layer Depth and Thickness: Slope:
C m IH aten..
1 z 3 a
wda
Lord
y
S
N
. Y•.
�i
50
d. xi p50 a 100. 150
calculate constant -head tube setting: cm
Hole Depth
ao 3
Distance between reference level
+
and top of hole [-12cm on flat sites]
o
Distance from bottom of hole
to reference level (D) a
aD 3
Desired depth of water (H)
I S
[> 15cm]
Constant -head tube setting (H 1) =
1 75
Start Saturation: l/: a0 A M
Measured (Actual)
water level in hole: -?a ce,
Hole radius (r): 3 cam_
Ksat =AXQ
Use Table 2 to determine A = 0,000599 cm-'
Q from other side = (n OL.] $ 00 cm3/day
K:.at = 3W .60 cm/day
.INa.`! in/day
= Lj,q an/hr
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Project: Sandhi Its CIRss;cal ar;siwo ml
Ksat ID: I
H Clock Reservoir Change Change
Time Reading in time in water
level
cm h : min cm min cm
Flow
Q Q
Volume
(an X C.F.)
(laaumin/day)
cm
cm}/min cm;/day
I _jq�
3y.s
ll:y3
a9.o I
5 5
W 4g
a 3.5 1
5 5
l g,g
I1'4(o
13 5
li:g7
T.8
Li
aZ•o 11:5�
3y.(o
� ..
LA•(o
11,.514
as.o
5.0
If: s(o
I�.o a
S M)
It:57
,a s I
y•5
I/:sg
s.s. I
y•0
11.5?
3.5 I
5.0
>: 02.
39.5
1a:o3
35•S I
4.0
)>'.oq
31.0 1
4.5
ld:05
1-).b 1
4.0
!a•.nt,
aa.s I
4.s
)a:10
(o•e
14•0 Hao yam
C.F. = to obuin flow volume, multiply change in wma Icvcl by the appmptimc Convasien Fnaot. I{Nd ft 20 cm — Jos cm
Average of last few measurements:
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
WNH
y
t
H1
1
Project:_54rldUk C]ciss;c9t Cnr,'-, rnevi
Ksat ID: a
Ksat DATA SHEET
Measurement#: oZ Date: 15 Dew a011 Investigator: Rrl35iA4 gawe"Mb
Location:
R'eather-- Condition: Par414 Ct'04J4 Temp: fog
Water- Source: On 5r{7A_ 1� y Temp:
Soil Horizon: Layer Depth and Thickness: Slope:
Cwv H.aE1,le.
I ) 4
Heleerce LovM
calculate constant -head tube setting: cm
Hole Depth
aoo
Distance between reference level +
and top of hole [-I 2cm on flat sites]
8
Distance from bottom of hole
to reference level (D)
Desired depth of water (H)
[ > 15cm]
aD
Constant -head tube setting (HI)
Start Saturation: P . 3 5 Pt-%
Measured (Actual)
water -level in hole: 11.0 cy
Hole radius (r): 3 C-^+
Ksat =AXQ
Use Table 2 to determine A -P.000 80f cm"
Q from other side =g (o $ i a o cml/day
Kmt = 3 -18. 7 3 cm/dav
-;:)49.Ib 1^f'A
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Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES. INC.
Project: .S4nd lls elo6s,do1
Ksat ID: Z?
H Clock Reservoir Change Change
Flow Q
Q
Time Reading in time in water
Volume
level
(cm X C.F.)
(1440 min/day)
em It : min em min em
em3 cm'/min
cm'/day
l8.0 a:50
a a-p
a:sl
18-a I
a:S3
11.0
7.cf
a:s5
Li.0 1
3 4
3 co
3 S. -A
3:01
31.9
3'03
e S.0 Z.
G.s
3:0g
a 1.9 1
3 -I
3:0s 18.3 1 3.1 3qS.S 3aS.S 4(oT7ad
:oro
IS.(n
i 3.a
3:0-7
ia.3 I
5.5
3: 08
q.n I
5.3
3:09
5.6
l 3.4
3:10
a.3
I 3.3
C.F. -to obtain flow volume, multiply change in walm level by the appmpnate ConwMion 17a
Average of last few measurements: Lf 78 p c. k^ J'
Comments:
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

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Page 1 of 1 99
Report Number: 11.354-0502
Account Number. 45569 �`
wrrwalea3Mmseit
Send To: HAL OWEN & ASSOC INC
POD 400
LILLINGTON NC 27546
n�._e..�..r....w. lennnms 19MI2011
A&L Eastem_Laborafories, Inc.
7621 Mftpba ROW RkhMr4 VhgtMa 23237 (b011743MI FUMM)271{46a-
Grower: Submitted By: HAL OWEN
SANDHILLS CLASSICAL SCH00 Farm ID:
SOIL ANALYSIS REPORT Artalyti"I Mathod(s):
Mehlich 3
naln ni Pw.nA- 1 P127r)n11
?
' Or9ank Matter;;;
�--Phoapho7us`- `
PoDarelum
`'Magnesium:;
Calelum �
:..,
Soriium
- t:: pH
', Aeldtty
°" C.E C '
`.
Semple lD
-_
LeD"
w
4 +:.y TM ENR
Mehllt63 Reserve
- "
„ K
- Yg
Ca
Na
Soft
B1dHr
H
Field ID r F
Number
%Iti¢IAr
Rite
RMe
pent ` Rate
pent' Rate
PH
Index
'meW10l)9.
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r,. ...
1
PPm :;Rate pPm,,;$
,PPm, ,..'
,DPm ., ,
....
,. ..,
1
14148
0.7 VL 59
6 VL
18 VL
42 M
246 L
4.7
6.77
1.6
3.3
NC=7
NC=9
2
14149
0.6 VL 59
5 VL
10 VL
43 H
232 M
52
6.85
0.8
2.3
NC=4
NC=5.
`
": Percerh:Base:Saturadon,
`-. �
Nitrate r
�Sultur
Ziire
s`Ma`nganese
? r'ilron„
Co ,
. ;Boron
,3olubla Stlta,
Chlodde ::Aliednum;!
., <-:y�' ,
�!-
,.
,.
Sample lD
4Mg "'
Ca"
Nar
� H
ISON
9
Zn }�
f Mn``
FIeM fD
�..
K,}
+ % 4
sA `
" •b
>'
Rats
Rale
hate
Rate
Rate
matem Rate
Rate
pent .
_
.•'.r'...x,
... ��' r
(
PP!n,,,s Rate
pent .-
ppmt
pam;,.
pent', rRate
P,Pm
PPr!!
PPm
1
1.4
10.6
37.3
49.3
2
1.1
15.6
50.4
34.8
Values on this repoa represent the plant ovalloble nutrients in On Explanation of symbols %. (peroeny. ppm (pans per mllion), lbs/A Tho report applies M ram ,w) mr'aa. sa,q.r va �eGrea e
sell. Rating aller each value: VL (Very Low). L (Lou), M (Medium). (pourAs per ens)• M51M (M&Mhw Per cen8meter), mey1009 Amman et Ml y aa,s a , reeu5.
Ir �4 H (High), VH (Very High). ENR - Estimated Nitrogen Rete s . (miOFeWhralent per 100 grams). Comersions: pent x 2 • IWA, A M' Qryac
C.E.C.. Caton Eechange Capadty. Sohbie Sags nW= x 640 v ppm, 'rsryoo preproa W A3L FarMm LehaabCas, his.
Pauric McGroary

HAL OWEN & ASSOCIATES, INC.
A&L.Eastem Laboratoriesd.Inc.
99 7MWhbvlMnwdnke:Md,M'9lM2= JMWt)7 1 FuRu)2714M
-'"'—'---'
I CA 1 UMIL ANALYSIJ
Client:
Grower.
Report No:
11-354-0502
HAL OWEN & ASSOC INC
SANDHILLS CLASSICAL SCHOOL
Cust No:
45569
POB 400
Date Printed:
1212=011
Page:
1 o"
LILLINGTON, NC 27546
Submitted By:
HAL OWEN
Farm:
Date Received :
1212012011
Lab Field 10
No
14148
14149,
Sample
Percent
Percent
Percent
Identification
Send
S_It
Clev
1
82.4
4.8
12.8
2
84.4
4.8
10.8
Textural
Classification
Sandy Loom
Lo S4n ct
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

Nat S 2 10 N 188
Moon cmm rc 03/03/99
*RS. JUCITI! W. ADAWS
"
REGlS'i:=: f = r•FF.DS
m.aa4T $510.00
►tODr_ ::: .h:;. N,r..
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Real Estate
Excise
Tax
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CO o
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,7
Excise Tax $510.00
1 Recording Time, Book and Page
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Mail after recording to: John M. May,ROBBINS MAY &RICH LLP P.O. Box 5668, Pinehurst, NC 28374
_
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This instrument was prepared by: Robert M. Friesen, ROBBINS MAY & RICH LLP
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Brief Description for the index
11.31 acres, more or less
_ er rn
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 5th day of March, 1999,by
and between
GRANTOR
I GRANTEE
DAVID A. DREXEL, unmarried SANDHILLS PRESBYTERIAN
CHURCH IN AMERICA
387 West Pennsylvania Avenue
Southern Pines, NC 28387
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantee in fee simple, all that certain lot or parcel of land situated in McNeill Township, Moore
County, North Carolina and more particularly described as follows:
Being all of that certain tract or parcel of land containing 11.31 acres as shown on a plat
prepared by Blue: Land, Water, Infrastructure, P.A. entitled "Survey for David A. Drexel,
McNeill Township, Moore County, Southern Pines, North Carolina", dated February 26,
i` 1999 and recorded in Plat Cabinet'7, Slide _33 , Moore County Registry.
1

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
Grantor reserves for himself, his heirs, successors, assigns, and permitted invitees an easement for
access to and over a trail shown on the above referenced map and depicted along the West property
line and cunning generally parallel to and 12 feet east the following calls and: North 25 degrees 22
minutes 33 seconds east 368.64 feet; cents North 26 degrees 43 minutes 38 seconds east 141.31 feet;
cents North 20 degrees 35 minutes 58 seconds east 117.28 feet; fence North 9 degrees five minutes
33 2d east 128.66 the; fence North three degrees 32 minutes 17 seconds west 145.94 feet; fence
North a degrees 18 minutes 52 seconds west 86.22 feet.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has
the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
RIGHT OF FIRST REFUSAL:
In addition to the property described the Grantor is also conveying herewith a right of first
refusal on the property described as the Jane B. Drexel parcel on the above referenced map
(the "Option Property").
In the event the Grantor desires to sell the above Option Property pursuant to a bonafide third
party offer (the "Third Party Offer"), he shall first offer to sell said property to the Grantee
at the same price and on the same terms as the Third Party Offer. Terms of the Third Party
Offer shall be communicated by Grantor to Grantee by written notice at Grantee's last known
address; Grantee shall have fifteen.(15) days after receipt of such notice in which to agree
to acquire the property pursuant to'the terms of the Third Party Offer and fifteen (15) days
after acceptance in which to close on the purchase. If the Grantee does not exercise his right
to acquire the property within the fifteen (15) day period, or if the Grantee does not close
with the fifteen (15) day period or after ten (10) years from the date hereof, this right of first
refusal shall automatically terminate and be of no further force and effect.
Provided, however, the Grantor shall be free to convey the Option Property to any member(s)
of his family free of this right of first refusal provided however, such Grantee family
member(s) shall take the property subject to this right of first refusal.
Title to the property hereinabove described is subject to the following exceptions: (i) usual utility
easements of record affecting title to the above described property; and (ii) the lien of ad valorem
taxes property taxes to be prorated at closing by the parties. Grantor agrees to be responsible for the
payment of 1999 taxes.
[SIGNATURE PAGE TO FOLLOW]
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IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has
caused this instrument to be signed in its corporate name by its duly authorized officers and its seal
to be hereunto affixed by authority of its Board of Directors, the day and year first above written.
NOTARY'S
a
0 0
0
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c
STATE OF NORTH CAROLINA
COUNTY OF MOORE
I, a Notary Public of the County and State aforesaid, certify that David A. Drexel, Grantor,
herein personally appeared:before me this,day and acknowledged the execution of the foregoing
instrument on behalf of the Grantor....
Witnevemy hand aRfd official stamp or seal, thisAday of March. 1999.
Not Public �P
NOTARy
My commission expi s: s so
PUBLIC
NORTH CAROLINA-MOORE COUNTY ii , _ i 1/1
The oingce icate(c)
a Notary Notaries Public
is/are cert d to be cor ect.
This ,S —day of ZZ-Z/J ig
JUDIT MADAMS, GI�STEERR F DEEDS
�� r "l 'a A�/DEPUTY
3

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STATUS OF YOUR ITEM DATE &TIME LOCATION
Delivered September 08, 2011, 331 OR SOUTHERN
PINES, NC 283W
Arrival at Unit I September Oe, 2011, 841 am I SOUTHERN
I PINES. NC 28387
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https://tools.usps.com/go/TrackConfirniAction.action 10/10/2011

October 7, 2011
Mike Lawyer
NCDENR, Division of Water Quality
225 Green St. Ste. 714
Fayetteville, NC 28301
Re: Sandhills Classical Christian School Classroom Building
Southern Pines, NC 28387
NSE Job No. 0900520
On September 8, 2011, NSE received the Notice of Violation (NOV-2011-CV-O(H)8) via
e-mail, for the above referenced project. The letter requested a required response for the
following comments. The comments have been copied and italicized and our responses
are as follows:
Required Response:
1. Please explain when construction (excavation, grubbing, and clearing) began at
the site.
Excavation, grubb' g,and clearing first began with the construction of the church
in 2001. In 200 the Town of Southern Pines approved plans for a classroom
building that was built later that year. In 2007 the church was required to obtain
�_an erosion. troll plan due to disturbing over 0 000 sf per the Town of Southern
Pines. October 9, the church was issued an erosion control permit by the
Town of Southern Pines. Around the spring of 2008, the church revised their
' erosion control plan by adding a detention pond. The pond was completed, and
�. doe Town issued a Certificate of Compliance on January 8, 2009. There has not
,`'',e-s been any construction since that time.
IV
2. Please clearly explain why the Stormwater Management Permit was not
6s/t fh l
Q/I o rQt'7obtained.
�,t0
�� pa r A stormwater permit was not obtained because the school and church were always
under the impression that the Town of Southern had approved the site wider the
5/70 jurisdiction. In October, 2007, an erosion control plan was approved by the
Town of Southern Pines. (See October 9, 2007 letter) The church added a
by nU� detention pond as a revision to the erosion control plan due to the amount of
7S 3�a s'F
�D surface water. One of the conditions for approving the revised erosion control
eAc' 111 5a-y5 rcuo f� G0✓�r
I

2
plan was to contact NC Dept. of Water Quality concerning stormwater
management. (See March 31, 2008 letter) NSE contacted Mr. Lawyer with DWQ,
and Mr. La- wver directed NSE to the DWQ website where Mill Creek and
MCDeeds Creek were reclassified to HQW in 2002, and in the Town of Southern
Pines, a 5/70 provision requirement exempts developments from a State SW
Permit. NSE printed the website information, and sent the information with the
addressed comments to the Town of Southern Pines. (See letter April 14, 2008)
The Town of Southern Pines approved the plans, and sent the church a Certificate
of Compliance that noted "all requirements of the plan have been met and
properly completed". (See January 8, 2009 letter) By the Town approving the
plans, the school and the church were under the impression that the Town
approved the site under the 5/70 provision. As you can see there was no way for
the school to know that thev were under violation. If the school or the church
knew they were under violation they would have contacted the engineer of record,
the Town and DWQ immediately.
Due to the unforeseen violation, the proposed classroom building is on hold, and
may not be built due to the cost of preparing and construction of a stormwater
management plan. The school and church would like to request a 60 day
extension to meet with the Town of Southern Pines about why previous plans
were approved, and if needed to prepare a stormwater management plan.
The school and church would like to schedule an on -site meeting at your earliest
convenience to review the site current conditions, and what modifications need to
be made to the existing detention pond to meet the stormwater requirements.
3. Submit a complete permit application with a completed supplement form, a
signed O&M agreement, sealed calculations, and two sets of detailed plans
along with the processing fee currently set at $505. Please note that a
Designer's Certification is also required upon project completion.
Please refer to comment rig.
Thank you for considering our request for an extension, and we will'kccp you updated as
we move forward with stormwater compliance.
If you have anv questions or concerns, please contact NSE at vour earliest convenience.
Sincerely,
NEAL SMITH ENGINEERING, INC.
A. Scott Matthews, PE, PUS
Principal

,VV-?, 10-C✓-daog
'Ihwn of
)�ouffiern Ines
r�,n C North Carolina
'Ihe Mid South Reson
Internationally Recognized For Program EYcellerre
Roger Marx
650 Pee Dee Rd
Southern Pines, NC 28387
910-692-5834
Public Works Department
140 Memorial Park Court • Southern Pines, NC 28387
May 11, 2011
Re: Erosion and Sediment Control Plan ADnroval:
TSPE #226 — Sandhills Classical Christian School Classroom Building
UT to Mill Creek— Cape Fear River Basin
Plans Received: 5-6-11
IIQW: Yes
Project Location: Financially Responsible Owner/Developer:
650 Pee Dee Rd. Roger Mara
Southern Pines, NC 28387 Sandhills Classical Christian School
Lat: 35° 12' 26" N 3s ZJJ7L9 650 Pee Dec Rd.
Long: 790 23' 35" W--79.3930 ( Southern Pines, NC 28387
910-692-5834
Dear Mr. Marx:
Our review of the above referenced erosion control plan has been completed. The plan submitted has been
found acceptable and subject to the following stipulations:
I. In order to ensure the early coordination and implementation of the erosion control for this project, it is
requested that a pre -construction conference be held. Representatives of the owner, engineer, contractor,
and this office should attend. Please notify Mr. Barry Hinson at [phone] when scheduling this
conference.
2. At the pre -conference, the representative of this office will deliver a set of plans clearly marked as
approved for erosion control by the Town. After the installation of temporary erosion control measures
and devices the representative of this office will issue the Town of Southern Pines Grading Permit. The
Grading Permit must be posted on the job site. During all phases of construction, the contractor must
work only from a set of approved plans. The marked set of plans and a copy of this letter must be on the
site at the time of any construction activity.
3. The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land -disturbing activity. This could
include the Division of Environmental Management under storm water regulations, the US Army Corps of
Engineers under Article 404 jurisdiction, local county or town agencies under their local ordinances, or
others that may be required. This approval cannot supersede any other permit or approval; however, in the
case of a Cease and Desist Order from the Corps of Engineers, that Order would only apply to wetland
areas. All other lands must still be in compliance with the Sedimentation Pollution Control Act.
4. If any area on site falls under the jurisdiction of Section 404 of the Clean Water Act., the developer is
responsible to the orders of the US Army Corps of Engineers. Any erosion measures that fall within
jurisdictional wetland areas must be relocated to the transition point between the wetlands and the
highlands to assure that the migration of sediment will not occur. If that relocation presents a problem or
contradicts any requirements of the Corps of Engineers, it is the responsibility of the developer to inform
the Erosion Control Inspector so that an adequate contingency plan can be made to assure sufficient
erosion control on -site. Failure to do so will be considered a violation of the approval.
5. This project is subject to the National Pollutant Discharge Elimination System (NPDES) and covered by
the enclosed general storm permit NCG010000 (Construction Activities). Should you have questions
Phone: [phone] Fax: [phone]

concerning this permit, contact Ms. Belinda Henson, Division of Environmental Management, at 910-433-
3300.
6. Any borrow material brought onto this site must be from a legally permitted mine site or other approved
source. A single use borrow or waste area site is only permissible if it is operated under control of the
financially responsible person or firth that is developing this site. An approved erosion and sediment
control plan is required for all single use borrow and waste sites.
7. Following the installation of all initial erosion control measures, you should notify this office to request an
inspection prior to proceeding with any grading.
8. Following completion of the project, you should notify this office to schedule a final inspection. The
purpose of this inspection is to ensure that all erosion control requirements have been met.
9. This permit is valid only for the land owner(s) and financially responsible person(s) as listed on the plans
and Financial Responsibility/Ownership Form. Any changes must be reported to this office on an
amended Financial Responsibility/Ownership forth.
10. With this approval the construction inspector for the Town of Southern Pines or his agent has the right to
enter the permitted property to provide for periodic inspection of the land -disturbing activity in accordance
with North Carolina general statue I I3a-61.1.
14. The approval of this plan, by the Town of Southern Pines, in no way is meant to relieve the design
professional of his or her responsibility for the project design.
This approval is subject to the satisfactory performance of the erosion control measures under field conditions.
Should it be determined that the requirements of the Sedimentation Pollution Control Act of 1973 (G.S. 113A,
51-66) and the Soil Erosion and Sedimentation Control Ordinance of the Town of Southern Pines are not being
met, revisions to the plan and its implementation will be required.
This permit allows for a land disturbance, as called for on the application plan, not to exceed 1.26 acres and/or
the construction limits as shown on the plans. Exceeding these limits will be a violation of this permit and
would require a revised plan and additional application fee.
Amendments to the plan should be submitted to this office under the same procedure as followed for the
original plan.
PLEASE NOTE THE NEW SELF INSPECTION PROGRAM REQUIREMENTS AS DETAILED IN
THE ATTACHED INFORMATION. A REPORTING FORM IS ATTACHED AND SHOULD BE
FILLED OUT AND KEPT ON -SITE AND AVAILABLE FOR REVIEW BY TOWN INSPECTORS.
We look forward to working with you on this project.
Sincerely,
Town of Southern Pines
Brenton S. Lockamy, P.E.
Town Engineer
Enclosure
cc: David White, Director of Public Services
Kathy Blake, AICP, Planner
Mike Gamer, Chief Building Inspector
Barry Hinson, Construction Inspector
Belinda Henson, NC Division of Water Quality
Mike Lawyer, CPSWQ, NC Division of Water Quality
Justin Harcum, NC Division of Land Quality
Neal Smith, P.E., Neal Smith Engineering